Steel construction products
Semi-finished billets, blooms and slabs from the continuous casting process are transformed into a variety of construction products by various processes of heating and mechanical working. The resulting products are either used directly in fabrication of steel components, to be assembled in structures on site or made into further products for use in construction.
This article reviews the various forms of steel construction products and describes how they are produced. Material properties for the products are discussed in a separate article.
- 1 Shaping steel
- 2 Flat products - plates
- 3 Flat products - strip
- 4 Long products - open sections
- 5 Structural hollow sections
- 6 Fabricated products
- 7 Stainless steel products
- 8 Castings
- 9 Fasteners and fixings
- 10 Historical structural steelwork
- 11 References
- 12 Further reading
- 13 Resources
- 14 See also
Steel is a strong material that is highly resistant to shaping at normal temperatures but this resistance lessens considerably at higher temperatures. For that reason the billets, blooms and slabs from the steelmaking process are shaped into basic products at carefully controlled elevated temperatures.
The method that is most commonly used for shaping is to heat the steel to around 1,200°C in a reheat furnace and roll the steel, squeezing it between sets of cylinders or rolls. Rolls are arranged in pairs and housed in a 'stand'.
To change the shape of a material as strong as steel the rolls must exert forces measured in thousands of tonnes, and must also draw the steel continuously through the rolls while reducing the thickness. Two main classes of product are produced - flat products , sheets or strips of uniform thickness, and long products - lengths of a particular cross section, ranging from rectangular bars to double flange H sections. For flat products, two horizontal rolls are set one above the other in an open housing. For long products a series of specially shaped and angled rolls (referred to as stands) are used to transform the section to the required shape. The figure shows the stand used to create open sections .
Forming finished steel construction products
Flat products - plates
Normal plate sizes range from 5mm to 200mm thick, with widths up to 3.5m and lengths up to 18.0m. Plates with a nominal yield strength 275MPa or 355MPa can be supplied in either the as rolled, normalised or normalised rolled condition, and are rolled from continuously-cast slab.
Close control of chemical composition is maintained to produce clean steels with consistent strength and toughness properties that meet all relevant national standards, and state-of-the art levellers produce flat plates with controlled residual stress.
Steel plate is commonly used in many different and demanding applications including:
- Earthmoving equipment
- Engineering and machinery
- Mining and quarrying
- Offshore oil, gas and pipelines
- Pressure vessels
- Renewable energy
- Ship building.
Flat products - strip
Strip steel is used to produce many different products and in many applications. It is available in three main forms.
- Hot rolled
- Cold rolled
- Hot-dipped galvanized coil.
The most common form of strip steel used in construction is hot-dip galvanized coil. The typical thickness used in construction is 0.4 to 3.2mm. It is generally available in coiled form in widths from 900 to 1,800mm.
A roughing stand reduces the continuously cast slab to an intermediate size by a series of reversing end-to-end passes through the mill. This intermediate slab is then rolled to its final size in a finishing stand.
In the continuous hot-dip galvanizing process, coils of rolled steel are continuously unwound and fed through cleaning and annealing sections before entering a molten zinc bath at speeds up to 200 metres per minute. As the steel exits the molten zinc bath, gas 'knives' wipe off the excess coating from the steel sheet to control coating thickness. The steel strip then undergoes a series of mechanical or chemical treatments. Depending on customer requirements, the coated sheet steel can be passivated, oiled and recoiled, and cut to length and palletized before shipment to the fabricator. All galvanized coatings are metallurgically bonded to the steel they protect. This ensures coating adhesion - critical for manufacturing processes that stamp, roll or draw the steel into its final product shape.
In addition to metallic coatings, several strip steel construction products, particularly cladding products, have organic coatings applied to improve durability and aesthetic properties of the product.
The mechanical properties of strip steel used in construction are given in BS EN 10346 and summarized below.
|Steel grade||Symbols for the types of available coatings||Min. 0.2% proof strength (N/mm2)||Min. ultimate tensile strength (N/mm2)||Min. elongation (%)|
|Steel name||Steel number|
|S220GD||1.0241||+Z, +ZF, +ZA, +ZM, +AZ||220||300||20|
|S250GD||1.0242||+Z, +ZF, +ZA, +ZM, +AZ, +AS||250||330||19|
|S280GD||1.0244||+Z, +ZF, +ZA, +ZM, +AZ, +AS||280||360||18|
|S320GD||1.0250||+Z, +ZF, +ZA, +ZM, +AZ, +AS||320||390||17|
|S350GD||1.0529||+Z, +ZF, +ZA, +ZM, +AZ, +AS||350||420||16|
|S390GD||1.0238||+Z, +ZF, +ZA, +ZM, +AZ||390||460||16|
|S420GD||1.0239||+Z, +ZF, +ZA, +ZM, +AZ||420||480||15|
|S450GD||1.0233||+Z, +ZF, +ZA, +ZM, +AZ||450||510||14|
|S550GD||1.0531||+Z, +ZF, +ZA, +ZM, +AZ||550||560||-|
In the grade designations given in the table:
- S - indicates structural quality steel
- The value, e.g. 220, indicates the yield strength of the steel in N/mm²
- GD - indicates that the product is dipped, galvanized
- Z and ZF, etc indicate the metallic coating applied to the steel, i.e. zinc (Z) and zinc-iron alloy (ZF), zinc-aluminium alloy (ZA), zinc-magnesium alloy (ZM), aluminium-zinc alloy (AZ) or aluminium-silicon alloy (AS).
The amount of metallic coating applied to the steel varies depending upon the coating applied and the application. For strip steel construction products the common coating weight applied is 275 g/m² of zinc. This is the total coating weight over both surfaces. It is specified as Z275. For internal, light gauge, non-loadbearing components, such as stud partitioning, the standard coating weight is Z140.
Hot-dip galvanized coil is used to form many different construction products including:
- Wall and roof cladding products
- Floor decking products
- Secondary structural products including roof purlins and side rails
- Light steel framing
In the final production process, the coils of steel are uncoiled, slit into appropriate widths and then cold, roll-formed into the final product form. Some smaller more complex products, such as lintels, are formed using a press brake. The image shows a purlin being roll-formed from hot-dip galvanized strip steel.
Long products - open sections
Open sections range from large beams and piles, which are mainly used in construction, down to smaller products including rails, rods and bars. Various types of mill are used to produce different long products. Heavy section and medium section mills have three or four stands with grooved rolls corresponding to the initial roughing, and the intermediate and finishing stages of rolling. Beam mills include stands with both horizontal and vertical rolls bearing on the workpiece. High speed rod and bar mills are used to roll products in small sizes, sometimes square or hexagonal, as well as rounds.
Standard open sections
British, European and International standards define dimensions for a wide variety of open section shapes, notably I and H shaped sections, angle sections and channels.
The sizes of 'universal beams' (UB) and 'universal' columns' (UC) are defined in BS EN 10365, along with dimensions for parallel flange channel sections (PFC). Dimensions of angle sections are defined in BS EN 10056. Beams and columns are typically defined by a serial size (nominal flange width and beam depth) and the ranges are created by varying the thickness of web and flanges. (Note that the 'internal' width between flanges is constant for any serial size - it is determined by the rolls - and an increase in flange thickness results in a corresponding increase in depth.) Dimensions for design and detailing are given in SCI P363 .
Hot rolled open sections are produced in lengths up to about 26 m.
European beams (IPE and IPN sections) and columns (HL, HL and HD sections ) are defined in Euronorm 19-57.
Proprietary open sections
Asymmetric shallow floor beams
Asymmetric steel beams are often used as part of a shallow floor system. Their key feature is a wider bottom than top flange, which enables the slab to sit on the upper surface of the bottom flange with adequate bearing, rather than the upper surface of the top flange as found with downstand beams. The floor slab in such systems may be in the form of a precast concrete slab or a composite slab with metal decking (either shallow or deep decking may be used).
Kloeckner Westok’s USFBs are shallow and asymmetric Westok cellular beams, which are manufactured from standard rolled sections, and are available in increments of 1mm depth. They are typically 150-300mm deep and are sized and designed using Westok’s freely available Cellbeam software package. USFBs can economically span up to 10m with structural depths that compare very favourably with R.C. flat slabs. As such, they are popular in many sectors, particularly Education, Commercial and Residential.
Structural hollow sections
There are two basic method of producing hollow sections - the seamless process (in which a hole is formed through a hot solid bar) and the welded process (in which a flat steel plate is formed into a cylindrical shape and the edges welded together). The latter is the most commonly employed. The electric welding method forms the bulk of tube production in small and medium sizes, up to 400 mm in diameter. Steel strip or plate is uncoiled and guided, cold, through sets of forming rolls to produce the cylindrical shape. At the point where the edges meet, a high frequency current is introduced into the edges of the strip, either by induction using an encircling coil or by contacts sliding on the surface of the strip. The electric current produces enough local heat to melt the strip edges as they are forged together. The weld is formed instantly. Pipes of wall thicknesses above 16 mm and with diameters above 400 mm are produced by several consecutive forming processes and electrically welded.
After welding, circular sections are reduced in diameter to the required size through a series of rolls. Rectangular sections are 'squared up' by passing them through a suitable series that progressively changes the shape. This reduction and reshaping process can be carried out hot or cold, which results in the distinction between 'hot finished' and 'cold formed' products. For a cold formed rectangular section, the corner radius is not as tight as can be achieved with the hot process (which makes it easy to distinguish the two types visibly). Dimensions for hollow sections are defined in BS EN 10210-2 for hot finished sections and BS EN 10219-2 for cold formed sections. The definitions cover a very wide combination of cross sectional width and wall thickness; only a limited selection is manufactured and that selection may change from time to time, depending on demand and commercial judgment. As well as resulting in differences in dimensions (and thus section properties) between hot and cold rectangular dimensions, the choice of process affects residual stress in the section and this leads to a requirement in BS EN 1993-1-1 for different buckling curves. Hence, substitution of hot-rolled sections with cold-formed sections should not be done without checking the implications on the design first.
Modern plate girders are fabricated by welding together two flanges and a web plate. Plate girders are used where standard rolled sections are inadequate in terms of load carrying capacity or stiffness. Typical uses include long-span floors in buildings, bridges and crane girders in industrial buildings.
Plate girders are designed to resist the applied actions using proportions that ensure low self-weight and high load resistance. For efficient design it is common to use a relatively deep girder to minimise flange area for a given applied moment. A deep girder also provides a deep web whose area may be minimised by reducing its thickness to the minimum required to carry the applied shear. Such a deep web may be quite slender (a high web depth to thickness ratio) and may be susceptible to shear and local buckling. It is therefore relatively common to provide transverse or longitudinal stiffeners.
Cellular beams, with regularly spaced holes in the web of an I-section beam can be produced in one of two ways.
- By cutting along the web of a beam section (usually a universal beam) to a particular profile, separating the two parts and then welding these Tee sections back together to form a deeper beam section. This process is illustrated below. Usually, a single section size is used for both halves of the cellular beam but asymmetric sections can be created by using different rolled sections for each part of the new section.
- By cutting the holes out of a web plate, and then welding on two flange plates. Examples of cellular beams produced via this process are available here
These fabricated sections are produced by specialist companies such as Kloeckner Westok, Fabsec and Jamestown and are purchased by the steelwork contractor to be fabricated into elements for a specific project.
(Images courtesy of Kloeckner Westok)
'Light steel' sections
A very wide range of lightweight structural sections is produced by cold forming thin gauge strip material to specific section profiles. These are often termed light steel sections. In most cases, galvanized steel strip material is used. Light steel sections are produced in high volumes by cold rolling and in low volumes by press braking. Thicknesses typically vary from 1.2 to 3.2 mm.
Light steel sections are manufactured by many different companies and the profile shapes and section sizes vary. The most common sections are illustrated right; the use of lips at free edges and indented profiles (such as shown in the middle example below) allow the use of thin elements that do not fail prematurely by local buckling.
For such secondary steelwork (e.g. cold rolled purlins) manufactured from pre-galvanized steel strip (e.g. grade S450GD+Z275 in accordance with BS EN 10346 the galvanized coating has an average thickness of 20 microns each side. The design life such a coating provides depends on the corrosivity of the environment around the steelwork. Guidance on corrosion rates of zinc in a range of environments is available in The Engineer's and Architect's Guide: Hot-dip Galvanizing
Cold roll-forming process
Thin gauge galvanized steel strip is also cold formed into sheets with a regular profile. Such sheets were first produced with a simple curved profile and are well known as 'corrugated roofs'. Today more efficient profiles have been developed for use as roof sheeting, wall cladding and decking for floors and are produced by a range of specialist manufacturers.
Decking for floors
Profiled sheeting for floors is primarily intended for use with concrete to create a composite floor slabs. There are two broad classes - shallow profiles, up to about 175 mm deep, which are used for short span applications, and 'deep decking', typically 225 mm deep, for longer spans. Shallow profiles are usually either of 'trapezoidal' or 're-entrant' profile, as shown below. Deep decking is a trapezoidal profile, with indentations and embossments that are intended to improve the structural performance. Most profiles are manufactured from strip no thicker than 2 mm.
Cladding and Roofing
Profiled sheeting is frequently used to form the weathertight building envelope and for this purpose sheets are produced with profiles that are efficient in spanning between supporting members and in channelling run-off, in sizes that are readily handled on site and which are easily lapped during installation. Since the envelope forms a major visible feature, coloured coating systems are offered.
Built-up sheeting systems comprise two separate profiled sheets, an external sheet, which is highly profiled, and a lightly profiled inner liner sheet. The sheets are separated by spacer rails and insulation. The liner sheet and spacers are fixed to structure and the external sheet is fixed to the spacer. The normal method of attachment is by self-drilling, self-tapping screws.
|Built-up cladding system
Composite panel cladding systems are produced as a sandwich construction comprising two profiled sheets bonded either side of an insulating core of foam, mineral fibre or similar material. Because the panels act compositely, shallow profiles can be used.
Individual manufacturers produce a wide range of cladding and roofing systems and provide comprehensive literature with fixing details and tables showing safe loads. More comprehensive information on cladding systems can be found at Tata Colorcoat online.
Stainless steel products
Stainless steel is the name given to a family of corrosion and heat resistant steels containing a minimum of 10.5% chromium. There is a wide range of stainless steels with varying levels of corrosion resistance and strength, as a result of controlled alloying element additions. To achieve the optimal economic benefit, it is important to select a stainless steel which is adequate for the application without being unnecessarily highly alloyed, and hence costly.
Suitable stainless steels for structural applications
Stainless steels are suitable for structural applications requiring long life, good corrosion resistance and/or a high-quality surface finish. Austenitic stainless steels are generally selected for structural applications which require a combination of corrosion resistance, formability and excellent field and shop weldability. Where higher strength is required, then duplex stainless steels are most suitable as cost savings are often possible through use of thinner sections. The following stainless steels are most commonly encountered in structural applications (although advice on the use of ferritic stainless steel in structural applications is also now available).
Austenitic stainless steels
1.4301 (formerly known as 304) and 1.4307 (formerly known as 304L) 1.4401 (316) and 1.4404 (316L) Types 1.4301/1.4307 are the most commonly used standard austenitic stainless steels and contain 18-20 % chromium and 8-11 % nickel. Types 1.4401/1.4404 contain about 17-18 % chromium, 8-11 % nickel and the addition of 2-3 % molybdenum which improves corrosion resistance. Note: 1.4307 and 1.4404 are low carbon stainless steels with reduced risk of sensitization and improved weld corrosion resistance when section thicknesses greater than about 3 mm are welded. When producers have state-of-the-art production methods, commercially produced stainless steels are often low carbon and 'dual certified' to both designations. When less modern technology is used, this cannot be assumed and there may be a price premium for the low carbon specification. So, the low carbon version should be explicitly specified in the project documents when heavier sections are to be welded.
Duplex stainless steels
1.4162 (widely known as LDX 2101®) 1.4462 (2205) 1.4162 is a duplex stainless steel with a lean chemical composition. It has high strength, characteristic of all duplex stainless steels, with a corrosion resistance lying between 1.4301 and 1.4401 austenitic stainless steels. All duplex steels are weldable, and have approximately twice the proof strength of austenitic stainless steels. They are therefore well suited for use as structural sections.
Availability of structural sections
Sheet, plate, bar and circular hollow sections are all widely available in the stainless steels mentioned above. A range of structural sections (I-sections, angles, channels, tees, rectangular hollow sections) are stocked in the austenitic grades. A standard range of duplex stainless steel sections are available from selected producers and stockists, and sizes outside of the standard range can be made by special order. Generally, sections may be produced by cold forming, hot rolling, extrusion, welding or laser fusing.
In some cases, particularly with very complex details, a steel casting may be more effective than a fabricated part. Steel castings are formed by pouring molten metal into a mould containing a cavity which has the desired shape of the component. The liquid metal cools and solidifies in the mould cavity and is then removed for cleaning. Heat treating may be required to meet desired properties, but there is no need for subsequent hot or cold working.
Castings can be produced as one off components or in many thousands. They can be made in a wide range of sizes and weights, the upper limits being governed by the particular casting process used, and the required mechanical properties and surface finish. It is possible to achieve high strength, high ductility and high toughness in the cast form. Castings can have excellent surface finish and good welding and machining characteristics.
Castings can operate at high and low temperatures, under high pressure and in severe environments. They do not exhibit the effects of directionality on mechanical properties that exist in some wrought steels. Providing the correct grade of material is selected and an appropriate inspection and testing regime implemented, there is no reason why the composition, properties or performance of castings should be inferior in any way to that of fabricated components. The mechanical properties, quality, integrity and consistency of cast steels are generally comparable with those of hot rolled and fabricated structural steels. Further information on castings in construction is given in SCI P172.
Fasteners and fixings
The most commonly used fastener in steel construction is the familiar nut-and-bolt. Bolts are manufactured by forging from round bar sections, usually with a hexagon shaped head. The steel material for bolts has a higher strength than ordinary structural steel, usually with an ultimate tensile strength of 800 or 1000 N/mm² and the material for nuts has a similar or higher strength. There is a range of international standards for the materials and dimensions of bolts and nuts, including the various standards that define the thread form.
There are numerous proprietary fasteners for special applications, such as for blind fixing or for connecting parts without drilling holes, and fixings for attachment to concrete foundations or other structures. Dimensions and properties of these fasteners and fixings are provided by the manufacturers.
Stainless steel fasteners and fixings
The requirements for chemical composition and mechanical properties of stainless steel fasteners are specified in BS EN ISO 3506. The Standard was revised at the end of 2009 (and is currently undergoing a new revision which will include duplex steels for the first time) and now comprises four separate parts. Part 1 covers bolts, screws and studs; Part 2 covers nuts; Part 3 covers set-screws; and Part 4 covers self-tapping screws. In this Standard, bolts, screws and studs are designated by a letter followed by three numbers, e.g. A2-70 or A4-80. The letter refers to the group of stainless steel: austenitic (A), martensitic (C) or ferritic (F). The letter is followed by a number (1, 2, 3, 4 or 5) which defines a composition range. The final two numbers denote the property class, which describes the mechanical properties of the bolt, screw, stud or nut - see the table below.
|Property class||Bolts, screws and studs||Nuts|
|Ultimate tensile strength (N/mm2)||Stress at 0.2% permanent strain (N/mm2)||Proof load stress (N/mm2)|
For most structural applications, it is generally recommended that austenitic bolts grade A2 or A4 and property class 70 or 80 are used. Steels of grade A2 have equivalent corrosion resistance to grade 1.4301. Steels of grade A4 contain molybdenum and have equivalent corrosion resistance to grade 1.4401. Property class 70 fasteners are made from cold drawn bar. Property class 80 fasteners are made from severely hard cold drawn bar, with mechanical properties similar to carbon steel and alloy steel grade 8.8 steel bolts to BS EN ISO 898.
When choosing a stainless steel fastener, consideration should be given to matching the strength and corrosion resistance of the bolts and parent material. To avoid the risk of bimetallic corrosion stainless steel bolts should always be used when connecting stainless steel members. Stainless steel bolts are also suitable for connecting galvanized steel and aluminium members.
Historical structural steelwork
From time to time it is necessary to refurbish existing buildings of which little is known other than the approximate period when construction took place. It is possible to ascertain the shape and dimensions of the existing structural steelwork by making a careful survey of the premises. Having obtained this information a great deal of extra detail is still required such as:
- Probable material, i.e. cast iron, wrought iron or steel
- Geometrical properties of the different members
- Mechanical properties of the steelwork such as strength, toughness, ductility and weldability
A very useful resource for such data is the Historical Structural Steelwork Handbook
- BS EN 10346:2015 Continuously hot-dip coated steel flat products for cold forming. Technical delivery conditions. BSI
- BS EN 10365:2017 Hot rolled steel channels, I and H sections. Dimensions and masses. BSI
- BS EN 10056-1:2017 Structural steel equal and unequal leg angles. Dimensions, BSI.
- Euronorm 19:1957, IPE beams, parallel flanged beams.
- BS EN 10210-2:2006 Hot finished structural hollow sections of non-alloy and fine grain steels. Tolerances, dimensions and sectional properties, BSI.
- BS EN 10219-2:2006 Cold formed welded structural hollow sections of non-alloy and fine grain steels. Tolerances, dimensions and sectional properties, BSI.
- BS EN 1993-1-1:2005+A1:2014, Eurocode 3: Design of steel structures. General rules and rules for buildings, BSI
- Technical data sheet ED023. Structural design of ferritic stainless steels. SCI
- BS EN ISO 3506-1:2009. Mechanical properties of corrosion-resistant stainless steel fasteners. Bolts, screws and studs. BSI
- BS EN ISO 898-1:2013 Mechanical properties of fasteners made of carbon steel and alloy steel. Bolts, screws and studs with specified property classes. Coarse thread and fine pitch thread. BSI
- Steel Designers' Manual 7th Edition. Editors B Davison & G W Owens. The Steel Construction Institute 2012
- SCI P172 Castings in Construction, 1996
- SCI P363 Steel Building Design: Design Data, 2013
A web-based interactive version of the 'Blue Book', is also available.
- British sections product range datasheets, British Steel
- Sections and Merchant Bar, ArcelorMittal, 2017
- Celsius® 355 NH technical guide, Structural hollow sections. 2013, Tata Steel
- Hybox® 355 technical guide, Structural hollow sections. 2010, Tata Steel
- AD 342 Stainless steel fasteners
- Historical Structural Steelwork Handbook, Publication No. 11/84, BCSA 1984